• Title/Summary/Keyword: cantilever type rahmen structure specimen

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Moment Resistance Performance Evaluation of Larch Glulam Joint Bonded in Glass Fiber Reinforced Plastic Rods (봉형 GFRP를 삽입접착한 낙엽송 집성재 접합부의 모멘트저항 성능 평가)

  • Lee, In-Hwan;Song, Yo-Jin;Jung, Hong-Ju;Hong, Soon-Il
    • Journal of the Korean Wood Science and Technology
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    • v.43 no.1
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    • pp.60-67
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    • 2015
  • In order to evaluate the bond performance of domestic larch glulam and the glass fiber reinforced plastic (GFRP) rod, the specimen with the GFRP rod bonded-in domestic larch glulam for pull-out test was produced. The test was carried out using various specimens with different gluing depth, width of glue-line and type of adhesive. The cantilever type rahmen structure specimen with bonded-in GFRP rods was produced based on the result of pull-out test, and its moment resistance performance was compared and examined with the moment resistance performance of slotted-in steel plate specimen. As a result of the pull-out test, the most excellent bond performance was found when the insertion depth of GFRP rods was 5 times larger than the diameter of GFRP rods. When the glue-line thickness was 1 mm, the bond performance improved by 17%~29% in comparison to the bond performance in the case of the glue-line thickness of 2 mm. Also, the bonded strength of the specimen used with poly-urethane adhesive was 2.9~4.0 times greater than the bonded strength of specimen used with resorcinol adhesive. The cantilever type rahmen structure specimen with bonded-in GFRP rods showed the moment resistance performance 0.82 times lower in comparison to the slotted-in steel plate specimen used with the drift pin, but the initial stiffness was similar as 0.93 times.